SHOW ALL SOLUTIONSa. Effective sizeb. Uniformity Coefficientc. Coefficient of Gradationd. Sorting Coefficiente. Percent of gravel, sand, silt and clay of MITf. Percent of gravel, sand, silt and clay of AASHTOg. Percent of gravel, sand, silt and clay of USDAh. Percent of gravel, sand, silt and clay of USCS SIEVE NO.MASS RETAINED411103325|4160431005312031| 140231704120013PAN53 Then to extend the particle size analysis, a hydrometer analysis was conducted on a 100g sample passing through sieve no. 200 with the following results (% Finer isnot yet actual),Particle% FinerSize0.04384.150.03282.190.02381.210.01779.250.01376.320.009773.380.007570.450.0054368.490.0040664.580.0029861.640.0022157.730.001655.770.0009651.860.0006949.9

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Answered: Effective size b. Uniformity…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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SHOW ALL SOLUTIONS a. Effective size b. Uniformity Coefficient c. Coefficient of Gradation d. Sorting Coefficient e. Percent of gravel, sand, silt and clay of MIT f. Percent of gravel, sand, silt and clay of AASHTO g. Percent of gravel, sand, silt and clay of USDA h. Percent of gravel, sand, silt and clay of USCS

SIEVE NO.
MASS RETAINED
4
11
10
33
25
|41
60
43
100
53
120
31
| 140
23
170
41
200
13
PAN
53

Then to extend the particle size analysis, a hydrometer analysis was conducted on a 100g sample passing through sieve no. 200 with the following results (% Finer is
not yet actual),
Particle
% Finer
Size
0.043
84.15
0.032
82.19
0.023
81.21
0.017
79.25
0.013
76.32
0.0097
73.38
0.0075
70.45
0.00543
68.49
0.00406
64.58
0.00298
61.64
0.00221
57.73
0.0016
55.77
0.00096
51.86
0.00069
49.9

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